Example: The channel geometry used for the example calculations is shown in Figure. The bed slope for the channel reach of interest is 0.001, the main channel is a clean, straight natural stream with no rifts or deep pools (n-0.03), and the floodplains are covered with heavy weeds (n-0.05). Calculate the discharge in the channel using Horton and Pavlovskii Methods in a main channel with a wetted perimeter of 45.59 ft two floodplains each with a wetted perimeter of 27 ft. The overall compound channel wetted perimeter is 99.59 ft The overall compound channel area 280 n
Example: The channel geometry used for the example calculations is shown in Figure. The bed slope for the channel reach of interest is 0.001, the main channel is a clean, straight natural stream with no rifts or deep pools (n-0.03), and the floodplains are covered with heavy weeds (n-0.05). Calculate the discharge in the channel using Horton and Pavlovskii Methods in a main channel with a wetted perimeter of 45.59 ft two floodplains each with a wetted perimeter of 27 ft. The overall compound channel wetted perimeter is 99.59 ft The overall compound channel area 280 n
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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